During an earthquake, moments transferred at flat plate-column connections can produce significant shear stresses that increase their vulnerability to brittle punching shear failure. This guide provides recommendations for designing flat plate-column connections with sufficient ductility to withstand reversals of lateral drift without punching shear failure or loss of moment transfer capacity. Reinforced concrete flat plates with or without post-tensioning are discussed in this guide.
- Published:
- 09/01/2021
- ISBN(s):
- 9781641951524
- Number of Pages:
- 40
- File Size:
- 1 file , 5.2 MB
- Note:
- This product is unavailable in Russia, Ukraine, Belarus
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